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Article: Experimental investigation of cold-formed high-strength stainless steel tubular members Subjected to combined bending and web crippling

TitleExperimental investigation of cold-formed high-strength stainless steel tubular members Subjected to combined bending and web crippling
Authors
KeywordsBending
Cold-formed steel
Experimentation
Stainless steel
Steel structures
Webs
Issue Date2007
PublisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.html
Citation
Journal Of Structural Engineering, 2007, v. 133 n. 7, p. 1027-1034 How to Cite?
AbstractThis paper presents a test program on cold-formed stainless steel tubular sections subjected to combined bending and web crippling. A series of tests was performed on square and rectangular hollow sections fabricated by cold-rolling from high strength material of duplex and high strength austenitic stainless steel sheets. The concentrated load was applied by means of a bearing plate which acted across the full flange width of the section. The flanges of the hollow section specimens were not fastened to the bearing plates during testing. The specimens were tested using the interior-one-flange loading condition specified in the American Specification and Australian/New Zealand Standard (AS/NZS) for cold-formed stainless steel structures. Different specimen lengths were tested to obtain the interaction relationship between moment and concentrated load. The combined bending and web crippling test results were compared with the design strengths obtained using the current American Specification and AS/NZS for cold-formed stainless steel structures. Generally, it is shown that the American Specification and AS/NZS Standard conservatively predicted the strengths of cold-formed high strength stainless steel square and rectangular hollow sections subjected to combined bending and web crippling. © 2007 ASCE.
Persistent Identifierhttp://hdl.handle.net/10722/71181
ISSN
2015 Impact Factor: 1.7
2015 SCImago Journal Rankings: 1.431
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorZhou, Fen_HK
dc.contributor.authorYoung, Ben_HK
dc.date.accessioned2010-09-06T06:29:39Z-
dc.date.available2010-09-06T06:29:39Z-
dc.date.issued2007en_HK
dc.identifier.citationJournal Of Structural Engineering, 2007, v. 133 n. 7, p. 1027-1034en_HK
dc.identifier.issn0733-9445en_HK
dc.identifier.urihttp://hdl.handle.net/10722/71181-
dc.description.abstractThis paper presents a test program on cold-formed stainless steel tubular sections subjected to combined bending and web crippling. A series of tests was performed on square and rectangular hollow sections fabricated by cold-rolling from high strength material of duplex and high strength austenitic stainless steel sheets. The concentrated load was applied by means of a bearing plate which acted across the full flange width of the section. The flanges of the hollow section specimens were not fastened to the bearing plates during testing. The specimens were tested using the interior-one-flange loading condition specified in the American Specification and Australian/New Zealand Standard (AS/NZS) for cold-formed stainless steel structures. Different specimen lengths were tested to obtain the interaction relationship between moment and concentrated load. The combined bending and web crippling test results were compared with the design strengths obtained using the current American Specification and AS/NZS for cold-formed stainless steel structures. Generally, it is shown that the American Specification and AS/NZS Standard conservatively predicted the strengths of cold-formed high strength stainless steel square and rectangular hollow sections subjected to combined bending and web crippling. © 2007 ASCE.en_HK
dc.languageengen_HK
dc.publisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.htmlen_HK
dc.relation.ispartofJournal of Structural Engineeringen_HK
dc.rightsJournal of Structural Engineering. Copyright © American Society of Civil Engineers.en_HK
dc.subjectBendingen_HK
dc.subjectCold-formed steelen_HK
dc.subjectExperimentationen_HK
dc.subjectStainless steelen_HK
dc.subjectSteel structuresen_HK
dc.subjectWebsen_HK
dc.titleExperimental investigation of cold-formed high-strength stainless steel tubular members Subjected to combined bending and web cripplingen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0733-9445&volume=133&spage=1027&epage=1034&date=2007&atitle=Experimental+Investigation+of+Cold-formed+High-strength+Stainless+Steel+Tubular+Members+Subjected+to+Combined+Bending+and+Web+Cripplingen_HK
dc.identifier.emailYoung, B:young@hku.hken_HK
dc.identifier.authorityYoung, B=rp00208en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1061/(ASCE)0733-9445(2007)133:7(1027)en_HK
dc.identifier.scopuseid_2-s2.0-34250664281en_HK
dc.identifier.hkuros151864en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-34250664281&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume133en_HK
dc.identifier.issue7en_HK
dc.identifier.spage1027en_HK
dc.identifier.epage1034en_HK
dc.identifier.isiWOS:000247357600014-
dc.publisher.placeUnited Statesen_HK
dc.identifier.scopusauthoridZhou, F=36704235800en_HK
dc.identifier.scopusauthoridYoung, B=7402192398en_HK

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